NCC213779_Site Plan or Location Map (2)_20210625

PAVEMENT LEGEND
DELINEATES PROPOSED HEAVY
DUTY ASPHALT PAVEMENT
DELINEATES PROPOSED STANDARD
DUTY ASPHALT PAVEMENT
°
DELINEATES PROPOSED
CONCRETE SIDEWALK
DELINEATES PROPOSED HEAVY
DUTY CONCRETE PAD
SITE NOTES.
GRAPHIC LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
PROPERTY/LEASE
LINE
ADJACENT
LOT LINE
BUILDING OR
PARKING SETBACK
CURB &
GUTTER
FLUSH
CURB
---------------------------
PARKING
COUNT
6
ELEC. TRANSFORMER
ON CONC. PAD
PAVEMENT
STRIPING - 4" SSYL
STOP SIGN
T
ADA ACCESSIBLE
PARKING SIGN
(0)
PAINTED STOP BAR
TREE
SITE DATA
ADDRESS:
UNADDRESSED PARCEL
W. BLANCHE STREET
PIN #:
261400854264
ZONING:
INTERSTATE 2 (1-2)
EXISTING LANDUSE:
VACANT
ADJACENT LANDUSE:
RESIDENTIAL
PROPOSED USE:
WAREHOUSE
WATERSHED:
BAWDY SWAMP (NEUSE RIVER)
WATERSHED CLASSIFICATION:
C;NSW
FLOOD ZONE CLASSIFICATION:
NOT IN 0.01% FLOODPLAIN
FEMA MAP NUMBER:
3720261400K
MAP DATE:
06/20/2018
DEEDED ACREAGE (AC):
109.98 AC
SUBDIVIDED ACREAGE (AC):
8.39 AC
PROPOSED BUILDING: (SF)
t 134,943 SF (REFER TO ARCHITECTURAL PLANS
FOR EXACT SQUARE FOOTAGE)
BUILDING COVERAGE:
37%
GROSS FLOOR AREA:
134,943 SF
REQUIRED PARKING SPACES:
NO TOWN ORDINANCE FOR WAREHOUSE
& DISTRIBUTION.
PROPOSED PARKING SPACES:
97 SPACES
REQUIRED ACCESSIBLE PARKING
ACCESSIBLE SPACES REQUIRED: 4 SPACES (1 VAN)
PROPOSED:
4 SPACES (1 VAN) (COMPLIES)
SETBACKS
FRONT YARD:
40'
REAR YARD:
25'
SIDE YARD:
25'
INFRASTRUCTURE QUANTITIES
AVERAGE SEWER FLOW: (GPD)
5,670 GPD
PROPOSED # OF DOMESTIC WATER TAPS:
1
PROPOSED # OF SEWER TAPS:
1
IMPERVIOUS SURFACES
MAX. IMPERVIOUS AREA:
6.71 AC (80% OF TOTAL LOT AREA)
PROP. IMPERVIOUS AREA:
5.56 AC (66% OF TOTAL LOT AREA)
FIRE APPARATUS TURNING RADIUS: 28'
1. ALL WORK SHALL BE IN ACCORDANCE WITH TOWN OF SELMA STANDARD DETAILS AND SPECIFICATIONS.
2. ALL SIGNAGE SHALL ADHERE TO MUTCD STANDARDS AND SPECIFICATIONS.
3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE TOWN'S PUBLIC WORKS
DEPARTMENT/TRANSPORTATION OPERATION DIVISION/PUBLIC WORKS DEPARTMENT TO REVIEW SPECIFIC COMPONENTS OF THE PLAN
AND OPERATION OF THESE FACILITIES DURING CONSTRUCTION.
4. THE CONTRACTOR SHALL OBTAIN A LANE CLOSURE PERMIT FOR ANY WORK WHICH REQUIRES THE CLOSURE OF A TRAVEL LANE FROM
THE NCDOT.
5. NO PLACEMENT OF EQUIPMENT OR MATERIALS IS ALLOWED OUTSIDE OF THE APPROVED AREA.
6. THE SIDEWALKAND PAVEMENT SHALL BE FREE AND CLEAR OF DEBRIS AT ALL TIMES.
7. ALL SIDEWALKS ARE PUBLIC AND MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED AND/OR PEOPLE WITH
MOBILITY DISABILITIES. EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES ACCESSIBILITY GUIDELINES (PROWAG), 2010 ADA
STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
8. CONSTRUCTION FENCING SHOULD NOT ENCROACH INTO PUBLIC RIGHT OF WAY. IF IT DOES, IT MUST BE MOVABLE IN CASE
ADJUSTMENTS HAVE TO BE MADE. NO DRILLING, BORING OR ANY PERMANENT FASTENING OF THE FENCE IS ALLOWED IN THE PUBLIC
RIGHT OF WAY.
9. FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY THE TOWN OF SELMA AS NEEDED DURING CONSTRUCTION.
10. ANY DAMAGE TO THE RIGHT OF WAY SHALL BE REPAIRED PER TOWN OF SELMA SPECIFICATIONS AT NO COST TO THE TOWN.
11. ACCESS TO ALL DRIVEWAYS AND SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES.
12. TOWN OF SELMA MUST APPROVE THE PLANTING LIST PRIOR TO CONSTRUCTION.
PAVEMENT MARKING & SIGNAGE NOTES
1. ALL PAVEMENT MARKINGS AND STREET SIGNAGE SHALL BE IN ACCORDANCE WITH THE MUTCD.
2. PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL COMPLY WITH NCDOT STANDARDS AND
SPECIFICATIONS.
3. SIGNS MUST USE PRISMATIC SHEETING AND MEET THE MINIMUM RETROREFLECTIVITY LEVELS SHOWN IN THE
LATEST EDITION OF THE MUTCD. SIGNS PROVIDED FOR PEDESTRIAN CROSSINGS SHALL USE THE STRONG
YELLOW -GREEN COLORING.
4. ALL SPECIALTY TRAFFIC CONTROL AND STREET NAME SIGNS AND POSTS SHALL BE SUBMITTED TO AND
APPROVED BY THE ENGINEERING DEPARTMENT.
5. ALL STREET NAME SIGNS SHALL ADHERE TO THE 2009 MUTCD REQUIREMENTS RELATED TO COLOR, LETTER
CASE AND LETTER HEIGHTS. SIGN DESIGNS SHALL BE SUBMITTED TO TOWN STAFF APPROVAL PRIOR TO
ACCEPTANCE OF STREETS FOR MAINTENANCE.
NOTE: PROVIDENCE BOULEVARD IMPROVEMENTS PERMITTED UNDER
SEPARATE SUBMISSION. PROPOSED SITE WORK, GRADING, AND
UTILITIES AS SHOWN ON THESE PLANS ASSUMES IMPROVEMENTS TO
PROVIDENCE ROAD FRONTAGE WILL BE COMPLETE PRIOR TO
COMMENCEMENT OF IMPROVEMENT SHOWN HEREIN.
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REVISIONS
REV
DATE
COMMENT
BY
1
10/23/2020
SUBMITTAL COMMENTS
& GRADING REVISIONS
PMA
2
11/30/2020
NCDEQ COMMENTS
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR183001
DRAWN BY: SJK
CHECKED BY: CEY
DATE: 8-28-20
SCALE: 1" = 50'
CAD I.D.: SPP
EASTFIELD
GROSSING e
EASTFIELD
]BUSINESS PAR]
S SEC BUILDING #1
FOR
(P
&STFICLD CROSSING
LOCATION OF SITE
WEST BLANCHE ST EXT
SELMA, NC 27576
JOHNSTON COUNTY
BOHLER#
BOHLER ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
NC@)3ohlerEng.com
a ooSS
- 1 —
SHEET TITLE
SITE PLAN
SHEET NUMBER:
C-301
H:\2017\NCR172120\DRAWINGS\PLAN SETS\NCR183001 - EASTFIELD - IND #1\NCR183001 - SSP- O.DWG PRINTED BY: PASCHE 11.30.20 @ 7:53 PM LAST SAVED BY: PASCHE